The Contrastive Analysis between Dry Earth-Fetching Rectangular Scant Pile and Circular Bite Pile

Chun Mei Mu; Qing Zhang; Bao Chen Liu; Qing Zhang

doi:10.4028/www.scientific.net/AMR.308-310.1143

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 308-310The Contrastive Analysis between Dry...

The Contrastive Analysis between Dry Earth-Fetching Rectangular Scant Pile and Circular Bite Pile

Abstract:

Combined with the new development of protecting pile of foundation pits in Ningbo soft soil area. On the premise of summarizing the present calculation of supporting structure, contrasting borehole case-in-place pile of circular cross section with rectangular borehole case-in-place pile and soldier piles according to the theory of equal-rigidity calculation and the analysis of reinforcing quantity calculation. we figure out that the rectangular borehole case-in-place pile have an potential in saving materials.

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Periodical:

Advanced Materials Research (Volumes 308-310)

Pages:

1143-1147

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.308-310.1143

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Online since:

August 2011

Authors:

Chun Mei Mu, Qing Zhang, Bao Chen Liu, Qing Zhang

Keywords:

Bite Pile, Dry Soil, Equivalent Stiffness, Underground Continuous Wall

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References

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